A METHOD FOR IDENTIFICATION OF MULTISTORIED BUILDINGS CONSIDERING SOIL-STRUCTURE INTERACTION BY MICROTREMOR OBSERVATION
Author:
Affiliation:
1. East Japan Railway
2. Institute of Environmental Studies, University of Tokyo
3. Department of Architecture, University of Tokyo
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/68/564/68_KJ00004088994/_pdf
Reference3 articles.
1. 5) PARMELEE R. A. The Influence of Foundation Parameters on the Seismic Response of Interaction Systems. Proc. Third Japan Earthquake Engineering Symposium. (1970) p.49-56.
2. 10) STEWART Jonathan P. System identification for evaluating soil-structure interaction effects in buildings from strong motion. Earthquake Engng. Struct. Dyn.. (1998) vol.27, p.869-885.
3. DYNAMIC CHARACTERISTICS OF ADJACENT LOW AND MEDIUM-RISE BUILDINGS BASED ON EARTHQUAKE OBSERVATION, FORCED VIBRATION EXPERIMENT AND MICROTREMOR OBSERVATION
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1. Reduction effect of building structure response by dynamic soil‐structure interaction evaluated from observed strong motion;Japan Architectural Review;2018-07
2. APPLICATION OF SIMPLIFIED DYNAMIC RESPONSE ANALYSIS AND EXAMINATIONS OF INTERACTION SPRING AND DAMPING FACTOR OF EXISTING BRIDGES;Doboku Gakkai Ronbunshuu A;2009
3. MASS IDENTIFICATION FOR BUILDINGS ON LINEAR PROGRAMMING UTILIZING MODAL SHAPES;Journal of Structural and Construction Engineering (Transactions of AIJ);2008
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